My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Schreiter Slavec PUD Mylar
PORTAL
>
RECORDED PLATS (Mylars) and CITY MAPS
>
PUD (Planned Unit Developments)
>
S
>
Schreiter Slavec PUD Mylar
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/19/2021 5:44:58 PM
Creation date
5/12/2017 3:33:37 PM
Metadata
Fields
Template:
CITYWIDE
Doc Type
Mylar
Ord/Res - Year
2002
Ord/Res - Number
18
Recordation Number
2413346
Subdivision Name
Schreiter Slavec
Signed Date
3/17/2003
Parcel Identification Number
157508334001, 157508334002, 157508334003, 157508334004
Cross-Reference
PC Res 2002-12
201 Pine St
Record Series Code
40.180
Record Series Name
Maps Drawings Plats Plans
Quality Check
5/12/2017
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
6
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
DRAWING NUMBER <br />WING NUMBER <br />DRAWING NUMBER <br />SAFCO PRODUCTS <br />REORDER BY PART NUMBER 6552 <br />OF POINT ON THIS LINE <br />06/29/2492 4045:07 PM <br />03. FS <br />t <br />30' 15' 0 30' 60' <br />ORIGINAL SCALE: 1 "=30' <br />Tea a EB <br />LOT 6 <br />W. PINE STREET <br />80' R/W <br />• S 8946'42" E 329.24' <br />LEGEND <br />EXIST. SSMH <br />R1M 5398.71 <br />INV IN(W) 5383.97 <br />INV IN(S) 5383.98 <br />INV OUT(E) 5383.87 <br />• WATER VALVE <br />0 SANITARY SEWER MANHOLE <br />GUY WIRE ANCHOR <br />Ca TELEPHONE RISER <br />UTILITY POLE <br />ELECTRICAL TRANSFORMER <br />W/ CONC. BASE <br />OM WATER METER <br />.._.*_*r_ <br />EXISTING WATER LINE <br />PROPOSED WATER LINE <br />WOOD FENCE <br />COMBINATION WIRE FENCE <br />CHAIN LINK FENCE <br />DEOCIDUOUS TREE <br />LOT 8 <br />UNINCORPORATED <br />BOULDER CO <br />MATCH EXISTING <br />CURB & GUTTER (TYP) <br />3" ASPHALT OVERLAY <br />ON EXISTING PAVEMENT (TYP) <br />A PAVEMENTL (TYP) <br />1-7 <br />EXIST. SSMH <br />RIM 5397.29 <br />INV IN(W) 5381.80 <br />INV IN(S) 5381.72 <br />S 89'46'42" E 329.24' <br />S 89'46'42" E 1 1.14' <br />NEW SSMH <br />RIM 5596.8 <br />INV IN(W) 5381.51 <br />INV IN(S) 5381.77 <br />INV OUT(E) 5381.51 <br />C3 o <br />N. LN NE1/4 SWt/4 NE1/4 SW1/4 SEC. 8 <br />CITY OF LOUISVILLE <br />REMOVE EXISTING ASPHALT <br />PAVEMENT AND REPLACE <br />WITH 7 -INCH ASPHALT <br />PAVEMENT SECTION <br />MATCH WITH EXISTING <br />SIDEWALK AND CURB <br />AND GUTTER <br />894 • '42" E 658.69' <br />✓�I <br />CONC PAN <br />.208-0.61 .,..,... �.. <br />HPICAP <br />STREETUCH‘KTYP <br />LPU. <br />1CONC <br />I DRIVEWAY <br />• <br />• <br />• <br />r <br />WIC �.'85.59' <br />6' SIDEWALK <br />� <br />& Lag.. ESMT.` <br />85.!,•9' /� i�33 }'r <br />�� telly:/_ ....e' <br />�-w ,Ft/ . ,// <br />r jtF(tr �.4 <br />v/ CA <br />..Vrctl...... •••,•• --el / <br />ie <br />It <br />/E <br />is <br />1I N. <br />1: <br />I / <br />CONIFEROUS TREE <br />DEDCIDUOUS TREE LINE <br />EXISTING PAVEMENT TO BE OVERLAID <br />AREA OF OVERLAY PAVEMENT <br />POLE MOUNTED LIGHT FIXTURE <br />LOT 7 <br />ora t <br />cri <br />inNI <br />W <br />2 <br />2 <br />z <br />FUTURE ` ET LIGHT. <br />ELECT CGNO4►T <br />WITH ST;: -OUT AND <br />BASE '•'. BE INSTALLED <br />TREEHAVEN SUBDIVISION E <br />N <br />PLAN FILE P-33 F-2011 <br />RECP No. 1494639 <br />SW1/4NE1/4 <br />SW1/4 SEG 8 <br />S 8946'22" E 329.51' <br />ENTATNE OF <br />BUILDING FOOTPRINT <br />,.. <br />, • <br />1 <br />,, 1• t <br />// i 1 I <br />/ i 5010 {t" 5 � <br />NEW SSMH5393.8 ._•_. _J <br />R ,---1 <br />\ _ <br />_ <br />INV OUT(N) 5382.94 r< <br />-:.., `• <br />• <br />h <br />/ <br />i Aye <br />/// <br />/ <br />k9569" V 86.50' <br />r I � <br />B1(. 793 P '189 <br />k <br />i . z.. <br />N 8956'19" E <br />LANDSCA <br />WALL <br />'4WD <br />86.50' <br />SHED <br />WALL <br />UNINCORPORATED <br />BOULDER CO <br />TYPICAL BUILDING ENVELOPE <br />NOT REPRESENTATIVE OF BUILDING <br />FOOTPRINT <br />RECP No. 752616 <br />UNINCORPORATED <br />BOULDER CO <br />RECP No. 825407 <br />. UNINCORPORATED <br />~ BOULDER CO <br />E <br />FND No. 5 t:_i <br />W/ ALUM CAP <br />LS No. 27615 <br />0.35'W <br />N 00'15'41" E <br />27.45' <br />W PINE STREET _ <br />80' R/W <br />• <br />fi <br />i <br />5' <br />100 (D) <br />WALK <br />S. LN NE1/4 SWI/g44E1/4 <br />RECC/IVo. 2126697 <br />� 86.75 <br />0'38'" f Y. 7l KE 0.SIE <br />CURB/GUTTER <br />PIN ..STTED..M...„ <br />60 R/W WATER LN. <br />As <br />SW1/4 S. . 8 <br />100VD) <br />f4Mi <br />86.75' <br />trs. iu . .05 -"• ACT' <br />...... ......- <br />WALK <br />589'39'33" W 193.53' <br />133('0) <br />UNINCORPORATED <br />BOULDER CO <br />133'(0) <br />N R/W LN. PER CORRIGAN MLP,YW LN. PER CORRIGAN ADD. <br />W. PINE STREET R/W <br />SSMH <br />RIM 5389.96 INV IN(W) 5379.02 <br />INV IN(W) 5386.54 INV IN(S) 5379.11 <br />INV OUT(E) 5388.44 INV OUT(E) 5378.94 <br />0- <br />CURB/GUTTER .._. �.....,.__..__. <br />.. .. ,.M ., ,.. <br />WALK <br />CORREGAN ADDITION <br />E::1STING FIRE <br />HYDRANT <br />CORRIGAN ADDITION <br />PLAT BK. 3, PG. 17 <br />E. LN NE1/4 SW1/4 NE1/4 SW1/4 SEC. 8 <br />N 1301250' E 329.89' <br />E. LN NE1/4 SW1/4 NE1/4 Sin1/4 SEC. 8 <br />LO <br />N9 <br />70) <br />ca <br />N OO°12'50" <br />Fp90.57 <br />co <br />Lk, csi <br />CI <br />RIM 5388.81 <br />NEW CURB AND GUTTER <br />WITH INTEGRAL SIDEWALK <br />NEW SOUTH FLOWUNE <br />SHIFTED 2.5 FEET NORTH <br />OF EXISTING FLOWLINE <br />MATCH EXISTING <br />PROJECT NOTES: <br />CONC PAN <br />1.41 <br />;4114 <br />6.4 <br />1. THE DESIGN AND LAYOUT OF SPRUCE STREET IS BASED UPON UTILIZING EXISTING ASPHALT PAVEMENT. <br />CURRENT ASPHALT THICKNESS IS APPROXIMATELY FOUR TO FIVE INCHES. A THREE INCH OVERLAY IS <br />PROPOSED TO PROVIDE THE SEVEN INCH ASPHALT THICKNESS. CURRENT UNPAVED AREAS THAT REQUIRE <br />PAVEMENT WILL RECEIVE A SEVEN INCH PAVEMENT SECTION. CURB AND GUTTER GRADE FOR THIS <br />PROJECT WAS DETERMINED BY MATCHING EXISTING ELEVATIONS AT THE EAST AND WEST ENDS OF THE <br />SEGMENT OF SPRUCE STREET TO BE MED. <br />2. <br />3. <br />4. <br />5. <br />ALL DRY UTILMES WITHIN SITE INTERIOR AND ALONG SPRUCE STREET WILL BE UNDERGROUND. <br />NO STREET CUTS SHALL BE PERFORMED IN PINE STREET. <br />PUBLIC SERVICE APPROVED STREETLIGHTS SHALL BE PROVIDED. <br />TRACT (3 WILL BE IMPROVED BY THE OWNER/APPLICANT, ONGOING MAINTENANCE WILL BE PERFORMED BY <br />THE CITY SUBSEQUENT TO DEDICATION. <br />6. TO THE EXTENT NOTED ON THE PUD, THE YARD AND BULK REOUIREMENTS OF THE UNDERLYING SF -MD <br />ZONING DISTRICT SHALL APPLY. <br />7. TYPICAL BUILDING ENVELOPE 15 NOT REPRESENTATIVE OF THE BUILDING FOOTPRINT OR MAXIMUM LOT <br />COVERAGE ALLOWED. <br />STREETS, ALLEYS, AND CONCRETE <br />1. PAVEMENT IN EXISTING UNPAVED AREAS PAVEMENT SHALL BE 7 -INCH FULL <br />DEPTH ASPHALTIC CONCRETE PAVEMENT. TOP 2 -INCHES OF ASPHALT SHALL <br />BE GRADE CX OVER LOWER LIFTS BEING GRADE C OR G. EXISTING PAVED <br />AREAS SHALL RECEIVE A THREE INCH OVERLAY PLACE IN TWO 1.5 INCH <br />LAYERS. PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH <br />"DESIGN AND CONSTRUCTION STANDARDS". REFER TO GEOTECHNICAL <br />2. BIKEPATH SHALL BE CONCRETE, 6 -INCHES IN DEPTH. SIDEWALKS SHALL BE <br />CONCRETE, 4 -INCHES IN DEPTH, WIDTHS AS NOTED IN THE DETAILS AND <br />DRAWINGS. <br />3. PROVIDE WHEELCHAIR ACCESS RAMPS IN ACCORDANCE WITH CITY <br />REQUIREMENTS. <br />WATER AND SEWER <br />1. ALL SEWER LINES SHALL BE 8 -INCH PVC PIPE ASTM D-3034 SDR 35. <br />2. TREES WILL NOT BE PERMITTED WITHIN 10 FEET OF ANY SANITARY SEWER. WATER <br />MAIN, WATER SERVICE, OR SEWER SERVICE. <br />3. CITY PERSONNEL AT THE CONTRACTORS EXPENSE SHALL PERFORM ALL SERVICE <br />TAPS TO EXISTING MAINS. <br />4. WATER METERS ARE TO BE LOCATED IN THE PUBLIC RIGHT-OF-WAY OR EASEMENTS <br />AND ARE NOT TO BE LOCATED IN SIDEWALKS OR DRIVEWAYS. <br />5. PLACEMENT OF METER PIT (CENTER OF PIT) IS 24 -INCHES FROM BACK EDGE OF <br />CURBWALK, OR IF WALK IS SEPARATE FROM CURB, METER IS TO BE ON THE <br />STREET SIDE. 24 -INCHES FROM FRONT SIDE OF WALK. <br />6. ALL WATER SERVICES SHALL BE STUBBED PAST THE METER LOCATION A MINIMUM <br />OF 12 INCHES PAST THE EASEMENT OR PROPERTY LINE INTO EACH LOT. <br />7. ALL SEWER SERVICES ARE TO BE LOCATED A MINIMUM OF 12 -INCHES PAST THE <br />EASEMENT OR PROPERTY LINE INTO EACH LOT. <br />8. ALL SERVICES ARE TO BE LOCATED A MINIMUM OF 5 -FEET FROM THE ADJACENT <br />PROPERTY LINE. <br />9. ALL TEES, BENDS AND VALVES SHALL BE RESTRAINED FOR A DISTANCE OF 30 - <br />FEET BY MEANS OF MEGALUGS OR TIE RODS. <br />10. PERFORM WATER LINE PRESSURE AND LEAKAGE TESTING IN ACCORDANCE WITH CITY <br />"DESIGN AND CONSTRUCTION STANDARDS". <br />15. DISINFECT WATER LINES IN ACCORDANCE WITH CITY "DESIGN AND CONSTRUCTION <br />STANDARDS". <br />16. TEST SANITARY SEWER LINES IN ACCORDANCE WITH CITY "DESIGN AND <br />CONSTRUCTION STANDARDS". <br />PROJECT BENCHMARK: <br />CHISELED X ON BOLT TOP OF FIRE HYDRANT FLANGE AT <br />CORNER OF JOHNSON ST. AND PINE STREET. ELEVATION <br />5389.47 CITY OF LOUISVILLE DATUM <br />4930 GOLDEN VALLEY TRAIL <br />CO I <br />00 <br />Ct <br /><P°4> <br />ct <br />13. <br />rale <br />co <br />0 <br />Comments <br />c 0 <br />CL <br />CC <br />-J <br />LL <br />SCHREITER/SLAVEC PUD/PLAT <br />cn <br />cv <br />1" = 30' <br />I Job Number <br />06-02.02 <br />I Dote <br />03/22/02 <br />Drawing Number <br />5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.